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DRf"AYS PLACE ASPHALT CONCRETE DIKE 18" DIA. CORRUGATED PIPE <br /> TAP* NQuantity TYPE "C' (0.109') Thick <br /> o. Area ,,,,�y,, <br /> D 41 1,508 S.Y. Location Quantity Location Qua <br /> E 37 1,623 S.Y. Sta. 327+98 to Sta. 328+98 (17'2 Rt.) 100 L.F. Dodds Road <br /> Sta. 328+58 to Stu. 328+98 (17'3 Lt.) 40 L.F. Sta. 4+36 (Lt.) 10 L.F. <br /> ASPHALT CONCRETE (TYPE A) Total 140 LF. Escalon—Bellotti Road <br /> Sta. 134+63 to Sta. 135+23 (225' Rt.) 60 L.F. <br /> LocationQuantity Sta. 187+27 to Sta. 187+33 (264' Rt.) 6 L.F. <br /> Mainline 20,130 Tons PAVEMENT REINFORCING FABRIC Total 76 LF. <br /> Intersections 454 Tans <br /> Driveways 485 Tons Location Quantity <br /> Pavement Repair 230 Tons <br /> Asphalt Concrete Dike 2 Tons Sta. 1+75 to Sta. 48+00 12,333 S.Y. <br /> Total 21,301 Tone St . 48+00 to St . 63+70 (Rt. only) 2,867 S.Y. 12' DIA. REINFORCED CONCRETE PIPE <br /> Sto. 63+00 to Sto. 77+50 3,867 S.Y. <br /> Stu. 82+00 to Sta. 131+75 13,267 S.Y. CLASS IV <br /> ASPHALT CONCRETE Sto. 145+00 to Stu. 186+50 11,767 S.Y. <br /> LocationQNwnf4y <br /> (Miscellaneous Areas) Stu. 188+50 to Stu. 263+36 19,963 S.Y. <br /> m Sta. 264+58 to Stu. 328+59 17,066 S.Y. Sto. 144+49 to Sto. 145+04 (223 Lt.) 55 L.F. <br /> a tACOttOnQuantity Stu. 330+95 to Stu. 346+00 4,013 S.Y. Stu. 328+16 to Sto. 328+56 (225' Rt.) 40 L.F. <br /> Minor Structures T 95 LF. <br /> 8 o Total 83,579 S.Y. <br /> s Sta. 79+95 (Lt.) W680 7 S.Y. <br /> 51a 79+95 (Rt.) 13 S.Y. <br /> A zStu. 163+74 (Lt.) W67 10 S.Y. <br /> i Sta. 163+74 (Rt.) 7 S.Y. <br /> m sta. 194+25 (LL) ws7s s.Y. 12• DW. CORRUGATED STEEL PIPE <br /> Sto. 194+25 (Rt.) 9 S.Y. ROCK SLOPE PROTECTION <br /> Sta. 245+23 (Lt.) 12 S.Y. (0.079' Thick <br /> Sta. 245+23 (—, W674 12 S.Y. Location <br /> Sta. 344+50 to Sto 346+18 (LL) 251 S.V. Location Quantity Sta. 80+00 (Lt.) 5.5 C.Y. <br /> Total 332 S.Y. Sto. 80+04 to Stc. 80+23 (225' Rt.) 20 L.F. Sto. 245+20 (Lt.) 6.6 C.Y. <br /> Sto. 143+18 to Sta. 143+98 (325' Rt.) 80 L.F. Total 12.1 C.Y. <br /> CONCRETE Sta. 143+30 to Sta. 144+10 (225' Lt.) 80 L.F. <br /> CLASS A ` Sta. 144+29 to Stu. 145+09 (225' Rt.) 80 L.F. <br /> 0,1011 (Minor COCfuro/ Sta. 163+42 to Sta. 163+68 (223' Lt.) 26 L.F. <br /> Location Q Stu. 163+80 to Sto. 163+99 (224' Lt.) 20 L.F. n ����Gn n� <br /> Sta. 163+80 to Sta. 163+99 (224' Rt.) 20 L.F. AUTOMATIC DRAAINAE GATE <br /> Sto. 79+95 Minor Structure 16.6 C.Y. Sta. 193+77 to Stu. 194+17 (225' Lt.) 40 L.F. <br /> v <br /> .J Sta. 163+74 Minor Structure 16.6 C.Y. Sta. 194+33 to Sta. 194+73 (227' Lt.) 40 L.F. LocationQuantity <br /> V $ Sto. 194+25 Minor Structure 17.1 C.Y. Sta. 244+59 to Sta. 245+19 (224' Lt.) 60 L.F. Sta. 163+68 (323' Lt.) 1 Each <br /> m Sta. 245+23 Minor Structure 23.7 C.Y. Stu. 245+32 to Sto. 245+51325' Rt. . . <br /> n FiN1al P Quan ' ( ) 20 LFSta. 245+19 (230' Lt.) 1 Each <br /> .%j (F)— aY trtY Total 74.0 C.Y.�� Total 486 LF. Total 2 Each <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE SUMMARY OF QUANTIES E�oso Rood to ate Route RE�IRFACI) Street " 1 <br /> (Mariposa Rood to State Route Highway 4) 20 of 21 <br /> DRAWN BY DATE PROJECT ENGINEER� I DATE CHEC ED DA�TEE /SUB ITTED DALT.E717� APP Ov ;pwNDED DAJE <br /> /�«rvL 7iuiw. s/i pr.C� l.Ot`F-�C� 3 /7a S�i Var 7/MSRr r0 s/ r�� <br />